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Particle Size Distribution Report <br /> C C. GC = C <br /> O O O <br /> O slO <br /> CD w *(71.. ; ` , MN::uIuIIuI' i1I!iAIi_IIiII <br /> ogiiiii_Ilnuul- <br /> 80 <br /> i <br /> I 111111111_11111111 <br /> III 111 <br /> 1111111111NIIII11IUIIIiI4iOIi!i_1111111l "Ji !1Ii1N1IIUI <br /> 1 <br /> 70 INN <br /> o: so II1IIIlUi Iii <br /> `i. 1 , <br /> 1 <br /> 111111111_11111111 <br /> L 1111II 1 IllIlILtIlIllihIb♦ I1111 <br /> 1111111111 <br /> ■ <br /> 50U iIIUIlkIHIII1lI1IIiiilII1I__11111111 <br /> u <br /> 40a30 <br /> 11111111111 � N11111i111111i111111111 11111 <br /> 20 . Nur i l <br /> uiiuiiiiiiiiuiiionui__iiui lINIIILiloIIIu___ <br /> io0 <br /> 111 umua_IBOIiI! II1ll 111111100 10 0.1 . 0:01 0.001: <br /> GRAIN SIZE-mm. <br /> +3„ %Gravel %Sand %Fines <br /> % Coarse Fine Coarse: Medium I Fine Silt 1 clay <br /> o 0.0 1.5 29.4 17.5 36.6 11.1 3.9 <br /> O 0.0 18.3 17.1 10.9 42.5 6.8 4.4 <br /> A 0.0 0.0 11.8 11.5 1 15.1 15.8 45.8 <br /> X LL PL DRS DM D50 Dm D15 Din Cc Cu <br /> o 9.9734 3.0148 1.8531 0.7876 0.4250 0.2955 0.70 10.20 <br /> O 22.1595 2.8485 1.7509 0.9911 0.5538 0.3802 0.91 7.49 <br /> Q 3.7609 0.3570 0.1408 <br /> Material Description USCS AASHTO <br /> o SAND with some gravel SP <br /> O SAND with some gravel SP <br /> • Silty SAND SM <br /> Project No. T-5922-6 Client: 2812 ArchitectureRernarfs: <br /> Project: Northshore Christian Church,Building F <br /> ,o Location: TP-101 Depth: -2 feet <br /> O Location: TP-102 Depth: -10 feet <br /> A Location:TP-102 Depth:-6 feet <br /> Terra Associates, Inc. <br /> Kirkland, WA Figure A-5 <br /> Tested By: FQ <br />